| Project/Area Number |
25289183
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Partial Multi-year Fund |
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| Section | 一般 |
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| Research Field |
Building structures/Materials
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| Research Institution | Niigata University |
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Principal Investigator |
KATO DAISUKE 新潟大学, 自然科学系, 教授 (90169508)
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| Co-Investigator(Kenkyū-buntansha) |
NAKAMURA TAKAYA 新潟大学, 自然系(工学部), 准教授 (50305421)
HONDA YOSHIMASA 小山工業高等専門学校, 建築学科, 准教授 (80509919)
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| Project Period (FY) |
2013-04-01 – 2016-03-31
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| Project Status |
Completed (Fiscal Year 2015)
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| Budget Amount *help |
¥9,620,000 (Direct Cost: ¥7,400,000、Indirect Cost: ¥2,220,000)
Fiscal Year 2015: ¥2,990,000 (Direct Cost: ¥2,300,000、Indirect Cost: ¥690,000)
Fiscal Year 2014: ¥2,600,000 (Direct Cost: ¥2,000,000、Indirect Cost: ¥600,000)
Fiscal Year 2013: ¥4,030,000 (Direct Cost: ¥3,100,000、Indirect Cost: ¥930,000)
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| Keywords | 袖壁 / 開口 / せん断強度 / 曲げ強度 / 変形能 / 鉄筋コンクリート / FEM解析 / 鉄筋コンクリート構造 / 袖壁付き柱 / 開口低減率 / 損傷度 / 等価粘性減衰定数 |
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| Outline of Final Research Achievements |
Firstly tests on RC columns with side walls have been conducted. Following the shear tests in the first three years, flexural tests were conducted to investigate the effects of the moment-to-shear ratios of loading, the reinforcement details, size and location of openings and the width and length of the side walls on the flexural deformability. The behavior of RC columns with side walls are characterized by two view points, i.e. high strength by contribution of side walls and high deformability after compressive failure of side walls. Secondly observed lateral force - story drift angle relationship is compared with an analytical model. The flexural analysis is conducted paying special attention to confinement by transverse reinforcement on core concrete and longitudinal bar reinforcement. Thirdly the observed ultimate strengths and deformations are compared with calculation in proposed design form for practice, by which fair correlations are obtained.
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